Coupled hyperelastic constitutive model for resilient response of granular materials

Keith Hjelmstad, E. Taciroglu

Research output: Chapter in Book/Report/Conference proceedingConference contribution

2 Scopus citations

Abstract

A coupled constitutive model based on hyperelasticity is proposed to capture the resilient behavior of granular materials used in pavement construction. The coupling property of the proposed model accounts for shear dilatancy and pressure-dependent behavior of the granular materials. The model is calibrated using triaxial resilient test data and the results of a three-dimensional finite element analysis of a sample pavement system are presented. A statistical comparison is made between the applied stresses of the test and the stress values predicted by the proposed model, the K-θ model, and linear elasticity corresponding to the measured strains.

Original languageEnglish (US)
Title of host publicationProceedings of the Airfield Pavement Conference
Place of PublicationNew York, NY, United States
PublisherASCE
Pages178-189
Number of pages12
StatePublished - 1997
Externally publishedYes
EventProceedings of the 1997 Airfield Pavement Conference - Seattle, WA, USA
Duration: Aug 17 1997Aug 20 1997

Other

OtherProceedings of the 1997 Airfield Pavement Conference
CitySeattle, WA, USA
Period8/17/978/20/97

    Fingerprint

ASJC Scopus subject areas

  • Engineering(all)

Cite this

Hjelmstad, K., & Taciroglu, E. (1997). Coupled hyperelastic constitutive model for resilient response of granular materials. In Proceedings of the Airfield Pavement Conference (pp. 178-189). ASCE.